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Design of Steel Structure

Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

8 mm
10 mm
6 mm
4.5 mm

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

None of these
providing suitable stiffeners
increasing the length of the bearing plates
increasing the web thickness

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

40 m
30 m
20 m
10 m

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

24 mm
16 mm
27 mm
20 mm

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on net area
105.5 MPa on gross area
150.0 MPa on gross area
95.0 MPa on net area

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
145
100
120

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